包邮 高层建筑地震倒塌行为的理论、建模与评价

Chapter 1 Introduction 1.1 The practice of high-rise building construction 1.2 Earthquake-induced collapse risks 1.3 State-of-the-Art Review on Seismic Collapse Research 1.4 Overview of Book References Chapter 2 Constitutive Models for Steel and CFT Components with Deterioration Effects 2.1 Introduction 2.2 Analysis Theory and Fiber Discretization 2.3 Constitutive Model for Concrete 2.4 A constitutive model for Steel Members 2.5 Calibration on Constitutive Models of Various Structural Components 2.6 Parameter study 2.7 Conclusions Nomenclature References Chapter 3 Seismic Response Simulations of Buildings based on State-of-the-Art Test Database 3.1 Introduction 3.2 Shaking Table Test of Full-Scale 4-Story Steel Building 3.3 Shaking Table Test of High-Rise Steel Building Subjected to Long-Period Ground Motions 3.4 Concrete Filled Steel Tubular Frame 3.5 Conclusions References Chapter 4 Seismic Collapse Simulations of High-Rise SMRFs under Over-Design Ground Motions 4.1 Introduction 4.2 Deterioration Characteristics of Steel Members 4.3 Seismic Design of Building Models 4.4 Seismic Responses under Long-Period Ground Motions 4.5 Seismic Response under Near-Fault Ground Motions 4.6 Responses to Incremental Dynamic Analysis 4.7 Conclusions References Chapter 5 Seismic Collapse Margin of High-Rise CFT-MRFs 5.1 Introduction 5.2 Statistics of High-Rise Concrete Filled Steel Tubular Building in Japan 5.3 High-rise CFT Building Models 5.4 Maximum and Residual Drifts 5.5 Component Damages 5.6 Collapse-Resistant Capacity 5.7 Collapse Margin and Deterioration Criterion 5.8 Conclusions References Chapter 6 Comparative Evaluation on Seismic-Collapse Capacity of High-Rise Steel/CFT Braced Frames 6.1 Introduction 6.2 Design of steel high-rise buildings 6.3 3D Numerical model for collapse simulation 6.4 Parametric study using collapse simulation 6.5 Conclusions References Chapter 7 Seismic Damage and Collapse Criteria of High-Rise RC-MRFs 7.1 Introduction 7.2 Degrading Numerical Models for Collapse Simulation 7.3 Validations of RC components 7.4 Structural Analysis Model and Long-Period Ground Motions 7.5 Effect of Design Parameters on Collapse Capacity 7.6 Conclusions Nomenclature References Chapter 8 Summary, Conclusions, and Future Works 8.1 Summary 8.2 Conclusive Remarks 8.3 Future Work